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00 <br />N <br />M <br />w <br />�a <br />1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB REFER 1 X4 1/2" DRYWALL <br />UNACCEPTABLE INSTALLTION <br />DOOR JAMB (REFER TO SHT. SDW2-K1 <br />TO SHT. SDW2-K1 P T TO SHT. SDW2-K1 <br />MAX 8„ <br />PROPER INSTALLATION DO NOT DO THIS ' <br />2"x BOT. PLATE W/ (2)10d @ 6" O.C. <br />FOR CONN. DETAILS FOR CONN. DETAILS <br />FOR CONN. DETAILS 1 X 4 1 X 4 <br />� #5 REBAR (TYP,) ' <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />1 X 4 3/16"� X 3" LONG FURRING FURRING <br />3-1/4" LONG X 3/16"� FURRING TAPCONS 3/16 Q1 X 3-1/2 LONG <br />#5 REBAR <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12' O.C. FIELD <br />2X BOTTOM PLATE W/ 8d @ 4" <br />O.C., 2 ROWS STAGGERED <br />TAPCON. INTO TAPCONS STAGGERED 2Xg <br />STAGGERED @ 16 <br />(TYP,) <br />1X8 P.T. STAGGERED @ 16" O.C. 1X8 <br />BLOCK@ SPACING 1� O.C. 2-ROWS INTO <br />1 DETAIL 2-ROWS INTO <br />PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL MASONRY THROUGH 1v <br />3 DETAIL <br />STD. 90° HOOK (TYP.) <br />STD. 90^ ` I� <br />2x BAND JOIST W/ FACE NAIL 10d <br />@ TOP & BTTM CHORD, AND (8) <br />1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. <br />FILL SOLID HOOK (TYP.) <br />BOTH CELLS <br />FACE NAILS 10d @ TRUSS VERT. <br />160 <br />WEB <br />3/16" x 3 -1/2" <br />METAL SEAT PLATE <br />TAPCON @ 16" <br />1X4 P.T. <br />O.C. & 4 FROM 3/16' x 3 -1/2' DOOR JAMB (REFER 1/2' DRYWALL <br />1 X 4 <br />NOTE: <br />DOOR JAMB (REFER EACH END W/ MIN. DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR <br />2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL <br />' <br />LAP SHEATHING TO <br />D <br />BOTTOM OF BAND <br />TO SHT. SDW2-K1 <br />JOIST TYPICAL <br />FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 <br />10d @ 12 O.C. <br />— J FURRING <br />2X8 P.T. WITH 3/16" 0 X 3" <br />' +2" NOTC @ FIRST COURSE <br />SIMPSON HGAM10KTA @ 12" O.C. <br />2X8 P.T. LONG TAPCONS 2X8 <br />2x P.T. AS REQ'D STAGGERED @ 16" O.C. <br />` <br />INTO BAND JOIST & 4) 1REWS <br />/4"x2 3/4" <br />TITEN INTO K.O. BLOCK <br />2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1 /411 DETAIL <br />FIRST 2 COURSES ` <br />L=±-5A NOTCH WEB AT THE ' <br />BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS �cc <br />FILLED CELL PER <br />("`H� <br />FOUNDATION PLAN FILLED CELL INSTALLATION <br />RETROFIT FOR MISSING <br />EMBEDDED STRAP <br />SCALE: N.T.S. SS <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. <br />INFO SCALE: N.T.S. <br />SCALE: N.T.S. <br />SS <br />2x8 P.T. BUCK -CONNECT TO BLOCK SECTION <br />UPLIFT CAPACITY = 805 # FOR 1 STRAP <br />W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. A -A <br />= 1610 #FOR 2 STRAPS <br />FILL 1st 4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />.. soLlo wrGRouT <br />8" <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. <br />1 PLY PRE-ENGINEERED TRUSS <br />1/4" x 31/4" TAPCONS <br />BLOCK HEADER ARCH BLKG. & BUCK <br />° <br />SIMPSON HM9KT w/ (4) 1/4"xl 112" SDS <br />1/2" DRYWALL * <br />SCREWS & (5)1/4" x 21/4"TITEN (IF TRUSS <br />IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d <br />8d NAILS AT 8" O.C. AT BUCK <br />SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) <br />2 x 8 45" DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE <br />BRACE(S) 2 x $BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION <br />7/16" OSB TO BE INSTALLED <br />BOND BEAM OR CAST IN PLACE BEAM <br />FOR OVERHANGS BETWEEN OVER 1 112" <br />BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR <br />CONTACT ENGINEER RECORD FOR <br />SCRIBE (NOTCH) POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. <br />I <br />FURTHER INSTRUCTIONS, <br />BACKSIDE TO FIT ARCH FACE OF ARCH W/ (3)10d NAILS <br />2 x 8 AT EA. END <br />RETROFIT TRUSS DETAIL <br />OVERRAN <br />+' <br />CONNECT W/ 8d NAILS BRACENBLKGINTO <br />N.T.S. <br />x 4 SOLID BLKG. FULL WIDTH OF WALL BTWN. OSB <br />INSTALL WDW. SCREW ANCHOR\_2( ) <br />° a <br />INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN <br />RETROFIT WALL OVERHANG DETAIL (NTS) <br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH <br />4" MIN. OF BRACE <br />INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />TRUSS AS SHOWN FOR O.H. UP TO Z-6" <br />FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" <br />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH <br />IF TRUSSES USED W/ 3 #6 X 4Y2' WOOD <br />) () <br />* DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. <br />NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REQ'D. <br />START OF ARC <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL <br />4' MAX. RAD. <br />ARCH DETAIL <br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ <br />XO�FRy TO TRUSS TOP CHORD <br />qN <br />MIN. 4" EMBEDMENT AT 16" O.C. <br />+ �F <br />nary <br />1 r-Orr 51-O" <br />SCALE: N.T.S. SS <br />12 <br />+ PLYWOOD SHEATHING <br />JACK TRUSS PROVIDED BY SEE <br />+ + <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24" O.C. <br />+ + <br />+ + <br />WISH FLO <br />2 <br />x 8 BUCK - CONNECT TO BLOCK SECTION <br />+ + BLOCKING AS <br />WITH <br />1/4" x 3 1/4" TAPCON (1 1/4" MIN. B B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />MAX EMBEDMENT INTO K.) <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />#5 BAR <br />�1/4" <br /># 2'-0" 8" <br />TRUSS + SOFFIT <br />a '' „':' ' p ° <br />10 • CENTERED W/ g <br />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN. ARCH <br />(5)12d NAILS SIMPSON <br />+ <br />p d ° <br />9 H <br />1 X 4 FURRING <br />BLKG. &BUCK <br />2X6 TO 2X4 H2.5A w/ (10) <br />2X4 SYP <br />IN TOP o <br />' KNOCKOUT / N <br />8d NAILS <br />EACH TRUSS <br />o , <br />— ! ; ° CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK <br />PROVIDE 2 x 8 DIAG. BRACE BTWN,,PROVIDE <br />2 x 8 VERT. W/ (2)10d <br />NAILS AT EA. END <br />(2) MIN. <br />PROVIDE 2x <br />CONT. W/ <br />CONNECTOR <br />I d <br />MONO FOOTING _ .> <br />(3) <br />SIZE AND REINF. PER PLAN ° . <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT EA. SIDE <br />12d NAILS <br />BRACE EXCEEDS 24 <br />BUCK - (1) WITHIN 4' <br />JACK TRUSS PROVIDED BY <br />SEE LINTEL <br />SCHED. <br />AND SECTION DETAILS - <br />- <br />LEAVE A CUT OUT IN O.S.B. ON T <br />MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <br />e <br />CLEAN FILL > ° ' <br />2 x 8 VERT. BRACE(S) <br />INSIDE TO ALLOW FOR INSULATION <br />ARCH <br />#2 SYP @ 24" O.C. <br />ENTER SO IT <br />Z <br />DIRT b <br />TO BE INSTALLED <br />BUILT UP PLWD. BUCK - <br />4'-0" MAX SEE PLAN <br />PRECAST LINTEL <br />.°. ° STANDARD o <br />SCRIBE (NOTCH) BACKSIDE <br />7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />#5 BAR IN ' 90' HOOK iv <br />TO FIT ARCH CONNECT W/ <br />IF TRUSSES USED) W/ (2) #6 X 4%" WOOD <br />FOR OVER HANG <br />FILLED CELL <br />�' • � °' • � °- ' <br />8d NAILS <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />S <br />START OF ARC <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />(MAX. 4'-0") <br />• <br />� ' ° . ° ° N • ,, V : • °, <br />INSTALL WDW SCREW <br />BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL <br />MAX. RAD. <br />WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" <br />_, <br />►; <br />'' ►�'� °`� °�'� °'V " ° <br />ANCHOR INTO ARCH BLKG. <br />THRU OSB INTO 2 x 8 <br />O.C. <br />PER INSTALLATION DETAILS <br />B-g <br />ARCH DETAIL rK <br />SECTION @ ENTRY L <br />SECTION @ ROOF EXTENSION M <br />STEMWALL FOOTING SIZE AND <br />REINF. PERLAN AND STEMWALL <br />MONO TO STEMWALL FOOTING <br />SCALE: N.T.S. SS <br />SCALE: 3/4" = V-0" SS <br />SCALE: 3/4" = V-0" SS <br />SECTION DETAILS <br />SCALE: 3/4" = V-0" <br />GLASS BLOCK INSTALLATION NOTES <br />NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, <br />A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION, ALLOW EMULSION TO DRY <br />CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. <br />AT LEAST 2 HOURS BEFORE PLACING MORTAR. <br />B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP <br />EXTENDS TO SILL. <br />EXISTING BOND BEAM. <br />C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. <br />MASONRY WALL. SEE PLAN FOR <br />D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS <br />REINFORCING. PROVIDE LOWER <br />HOOKED DOWEL <br />DRILL 3/4"x5" MIN. HOLE SET BAR IN <br />1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE <br />SEE SHEET D2 AND <br />EPDXY CAP TO PREVENT LEAKAGE <br />TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP <br />FLOOR PLAN FOR <br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT <br />20 ga. PANEL <br />MORE INFO <br />TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT <br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS <br />ANCHOR <br />SIMPSON HTT4 w/ (18)10d x 1 <br />MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2" ) <br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER <br />"SQUEEZED" <br />W.W.M. AT PERIMETER <br />1/2" NAILS TO STUDS & (1) - <br />COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 <br />WHERE THIS CONDITION <br />(1) #5 BARS CONT. <br />5/8" DIA. ALL THREAD ROD <br />>_ <br />#5x6' EMBEDDED INTO EXISTING BOND BEAM <br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) <br />OCCURS <br />TOP WITH MIN. 3 <br />EPDXIED w/ SIMPSON SET <br />Z <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING <br />( REINFORCING <br />COVER g <br />EPDXY MIN. 6" EMBEDMENT & <br />0 <br />U) <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER <br />_0 F F <br />3 MIN. EDGE DISTANCE <br />FILL CELL FULL HEIGHT W/ <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP <br />v <br />NON SHRINK GROUT, <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />°. <br />o <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />o ;' o <br />LU a <br />A <br />REINFORCING AS FOLLOWS: <br />* SEALANT <br />o =1 <br />< a <br />1 <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />e = Pr <br />p <br />#5x6' EMBEDDED INTO <br />* PRESS PANEL REINFORCING INTO PLACE. <br />6' MIN. LAP SPLICE W/ <br />U Z <br />EXISTING FOOTING (2) #5x6' IN CONC. <br />(2) <br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL <br />can N <br />FILLED CELL <br />SMOOTH. DO NO FURROW. <br />` <br />DRILL 3/4"x5" MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />GRADE o. o—rrT-�- <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP <br />p <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE <br />REMAIN FREE OF MORTAR. NOTE: <br />co z_ \ <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. <br />r <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT <br />° ° <br />a <br />4" SAW CUT <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL <br />\ ' (2) #5 REBAR. MIN. 3" <br />TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE <br />WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 <br />16"MIN. COVER EA. WAY <br />/� SECTION <br />1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN <br />EXISTING FOOTING <br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. <br />1 SCALE: N.T.S. <br />J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE <br />SECTION AT DEEP MONO FOUNDATION <br />RETROFIT FOR MISSING MSTAM STRAP <br />MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. <br />RETROFIT <br />FILLED CELL DETAIL <br />K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. <br />SCALE: 3/4" = V-0" <br />SCALE: 3/4" = V-0" <br />FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR <br />SCALE: N.T.S. <br />INSTALLATION OF GLASS BLOCK. <br />(7 LO <br />co <br />— o <br />z�z <br />Q <br />n <br />vj 0 <br />Q) C <br />U_, <br />� o <br />�0 L <br />�Ln <br />v <br />o0 <br />m CN <br />F— Ep <br />M <br />N <br />= U <br />O O <br />Usv_a�o <br />c0 <br />coao <br />Qra <br />u,8-:s <br />Mao <br />Al®c�B-n <br />B D® <br />C. N �O <br />#/° O - O v�i N <br />O Z <br />O E;N <br />� o d <br />r ,-a <br />Z LU cnN�z k. Z <br />::: <br />— <br />U) <br />1= <br />LU <br />rn <br />WCk <br />ZLL <br />O <br />C N <br />o r_ <br />v <br />"Na <br />�0 <br />J' NP o <br />GFk- <br />FES5X0� N1 <br />'4' , k ��'x� <br />f <br />;+d4rlllllitk'i� <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />L <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />Oz <br />�Q <br />w a <br />Uzoo <br />op oaof <br />��zjZ <br />J <br />O o <br />LL ON <br />U CID <br />O W <br />i <br />zz <br />Qo <br />�z <br />eo1 <br />Q <br />3 <br />a <br />O <br />J_ <br />00o <br />J <br />Q <br />U <br /><U5 <br />r�. <br />- <br />LLJ <br />U p a <br />(V <br />r-I <br />Its <br />_ <br />0_1 <br />Q <br />� 0 <br />� <br />^ <br />o <br />o <br />J <br />Ln <br />a Q W o <br />T-'I <br />aj <br />a <br />z <br />$WRz <br />oMo <br />t.0 <br />m <br />Z <br />4J <br />u I <br />J0 <br />4 w <br />O <br />T"I <br />SCALE : AS NOTED <br />DATE : 3/16/2018 <br />TECH: M)AMES <br />VERSION NO' <br />4n0 <br />SHEET NO. <br />SS <br />`— h <br />